Cuplock scaffolding load calculation pdf

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1 Loading P1 = edge point load = (3.43 kN/m 1.8m) / 2 = 7.443 kN. P2 = internal point load = (6.85 kN/m 1.8m)/ 2 = 14.88 kN. P3 = self-weight of timber beam · 2
Cuplock System is a multi-purpose steel scaffold system suitable for providing general access and supporting vertical loads. The system’s key feature is its.
This design calculation should be read in conjunction with scaffold drawing for slab formwork using Cuplock System with beams, props and Shoring Towers.
The design calculations are based on the following codes of practice and other The loads transferred to the scaffolding below the intermediate slab areScaffolds and scaffold components must not be loaded in excess of their maximum intended loads or rated capacities, whichever is less. 1926.451(f)(1). Load

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